Const of CC and Drain in Ch. 2000-2300 and Special Repair with PC in Ch. 0-1650 on Lucknow Etawah Road (Bilha) to Chandan Purwa Link Road (VR)

Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm guage) to water bound macadam (WBM-3) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405. (MORD 4.7) (3) (a) by Manual Means

Edging with M-150 Class Bricks, Laid dry lengthwise, including excavation, refilling consolidation, with a hnad packing and spreading nearly surplus earth within a lead of 50 meter

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (MORD 5.1) (i)

Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. (MORD 5.2) (iii)

Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per MORD Technical Specification Clause 508 (MORD 5.9) Case-II By Mechanical Means (with HMP 30/40)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 'Type-C' as per Technical Specification Clause 510 (MORD 5.12) (B) By Mechanical Means Case-III : Type C (with HMP 30/40) (VG-10)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (MORD 3.14).

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (MORD 3.05 (iii)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (MORD 11.4) (i) P.C.C grade M 10 (i) Nominal Mix 1:3:6

Brick masonry work (1:4) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (MORD 11.05) (ii) Brick masonry in 1:4 cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (MORD 12.03)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (MORD 11.4) (iv) R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (MORD 11.7)